2113.01 DESCRIPTION.
The Contractor shall furnish and place material to stabilize the subgrade under the pavement at the locations specified in the contract documents. The type of subgrade stabilization material required will be specified in the contract documents.

2113.02 MATERIAL.
The subgrade stabilization material for the type specified shall meet the requirements of Article 4196.01, E.

2113.03 PLACEMENT.
The Contractor shall place the subgrade stabilization material as shown in the contract documents (typically on subgrade with a specified backfill placed on top). The Contractor shall overlap subgrade stabilization material sections a minimum of 2 feet (0.6 m) during placement operations. The Contractor shall place backfill so the material remains in place or is not damaged.

2113.04 REPAIR.
In the event of subgrade stabilization material failure or damage during construction, the Contractor shall remove the damaged portion of material and replace the damaged portion with a patch of new material of the same type extending a minimum of 6 feet (2.0 m) in all directions beyond the edge of the failed area. The Contractor shall follow the placement of the patch with replacement of backfill.

2113.05 METHOD OF MEASUREMENT.
The quantity of Subgrade Stabilization Material of the type specified, in square yards (square meters), will be the quantity shown on the contract documents to the nearest square foot (0.1 m²).

2113.06 BASIS OF PAYMENT.
The Contractor will be paid the contract unit price for the type of Subgrade Stabilization Material specified per square yard (square meter). This payment shall include full compensation for all work, materials, equipment, and labor necessary to furnish, install, place, repair and maintain the subgrade stabilization material.